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  1. KPKKMP

    CATHEDRAL CEILING HIGH WIND STRUCTURAL DESIGN

    I'm designing a cathedral ceiling and I am trying to determine how the wind, live and dead loads react on the I joists which are at a 10/12 or 40° pitch. The I-joist horizontal span is 15 feet. The roof is 35 feet long. Do you take the components of the forces which act perpendicular to the...
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